The URL can be used to link to this page

RF-13-2364 1 Inspection Worksheet Miami Shores Village 10060 N.E.2nd Avenue Miami Shores, FL Phone: (306)796-2204 Fax: (306)766-8972 Inspection Number: INSP-202793 Permit Number: RF-10-13-2364 Scheduled Inspection Date: November 12,2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: EAST CONDOMINIUM INC,SHORES Work Classification: Tile DI A 7 A Job Address:9120 NE 8 Avenue BLDG G Miami Shores, FL 33138-0000 Phone Number Parcel Number 113206044001 Project: <NONE> Contractor: QUINTERO GENERAL CONSTRUCTION Phone: (786)487-6738 Building Department Comments Infractio Passed Comments ROOF REPAIR TILE INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-201478. Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 08,2013 For Inspections please call: (306)762-4949 Page 29 of 37 CIVIL - �eile�h Engineering n�n Corp.er 2370 S.W.123 Avenue Miami,Florida.33175-1174 Tel:305-823-8008/305-397-6414 ENGINEER Fay 305-823-3300/305-8848834 Website:www reilehengineering.com November 4, 2013 Quintero General Roofing Miami, Florida Project: ROOF TILE UPLIFT TEST REPORT Building G 9120 Northeast 8 Avenue Miami Shores, Florida Infor°rnation provided by client: Permit Number: Not Provided Date Completion: November 1, 2013 Roofing Contractor: Quintero General Roofing Project Number: 13-0678 (Testing i,aboratory Certificate if 11-0715.04) Dear Sirs: 1n accordance with your request and authorization,a representative of Reileh Engineerini, `-r,riraOfWiun completed the Roof Tile Uplift'T'est for the repaired sections at the above referenced projec.:.. YhI!,testis was performed in general accordance with Roofing Application Standard TAS No.100 -- s,andard procedure for field verification of the bondinv of mortar or adhesive set tile system and rnechanicalI y attached, rigid, discontinuous roof systems. The total of the tested roof surface.area-:A as less than 10000 square feet,and the mean height of the roof is less than 40 feet above ground urface. The type of the used for this project was reported to be Barrel Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than one (1)the in ten(10)of all components is the field area and one(1),tile in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test per every two(_'3 squares in the field,one(1)test per square in the perimeter area,ridge caps and(1)in the comer areas were conducted. Based on our testresults,we.conc tude that the installation ofthe roof the at the above referenced project meets the test requirement outlined in the above-mentioned protocol. Attached please find a copy o1`0 Ur! test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation oh- d onny Salleh, P.E.49014 roject Manager TILE UPLIFT TEST Building G 9120 Northeast 8 Avenue Miami Shores,Florida Reilch Engineering Corporation--Project Number- 13-0678—Page 2 of 3 ~ Report of TILE UPLIFT TEST for Building G 9120 Northeast 8 Avenue Miami Shores, Florida Project Number: 13-0678 Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass Test 1-2 Corner, 3-6 Perimeter, 7-16 Field Reileh Engineering Corporation- Project Number- 13-0678—Page 3 of 3 r w a 3 1 z 3 is a• 15' 15 W 10 g 8 3° Iz 3' 10 5F O t;ZZ CAP T�5f LOCAION FU19 - 10 CokW - 10 5F QQ CMM, ON - 2 OIM�T�t?P15TANa, a - 3' 6 mmotS 005c T11 f;Zt CAP - 0 COMP,Ak�A- 3'X 3' AMOK WOW 1�5T LOCA10N5 ANP PIWN51ON5 Miami Shores Village Building Department - - `� ' -" $ef 3 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 OCT 19 2913 f Tel: (305)795.2204 Fax: (305)756.8972 , INSPECTION'S PHONE NUMBER: (305)762.4949 1 I'_1 "°_ P %I-- FBC 20 C--*' BUILDING Permit No. PERMIT APPLICATION Master Permit No.P I Permit Type: BUILDING ROOFING JOB ADDRESS: t2 �tr z4fe City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): �xnites &04 Phone#: Address: 5 A) 1 � City: i?z?rl State: zip: Tenant/Lessee Name: /a Phone#: Email: Pe- Z3 _-A)ef CONTRACTOR: Company Name: d AZ+o � S-338 Phone#: Address: J , ®�^ l A)tAj 0)- reef ,. City: !7i ! '/S' State�� Zip: 330/1 Qualifier Name: 1,"�O% Akb Phone#: -4f 6 W9-5`�3 State Certification or Registration#: G 13 Z2 Certificate pf Competency#: Contact Phone#: �`/" Email Address: c C.4"; /ZA N '0® � DESIGNER:Architect/Engineer: Phone#: 4T(9 Value of Work for this Permit:$ r Square/Linear Footage of Work:, Type of Work: OAddition DAlteration ONe epair/Replace ODemolition Description of Work: 'itr ZO O F ® i4 Colo"thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 2e• 7-0 Bonding Company's Name(if applicable) 4 , Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days fter the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fe will be charged. Signature Signature—A caner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this l day of ,20 0,by �h� C�.�Z4 /?,� day of n(5'?�,20 12by who is personally known to me or who has produced <-� who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: NO�N iurri�i Sign: mmis Sign: �r' G ''- Print: , Print: Cn My Commission xpires: My Commission Expires: rno/xsb w�` `"I- IPC Q R10� APPROVED BY z S Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) The Shores Plaza East Condombdwn.Assodatfon,Inc. 745 North East 911*Street Miami Shores,FL 33138 305-759-9069/FAX 305-759-2101 E-MAIL spe123 @att.net October 9, 2013 Miami Shores Village Building Dept. 10050 NE 2nd Avenue Miami Shores,FL 33138 Dear Sir/Madam: This letter will serve as your confirmation that"Quintero General Contractor Corp." has been contracted and is authorized by the Board of Directors of the Shores Plaza.East Condominium Association to perform repairs at 9120 NE 8th Ave., Unit#3G, Miami Shores, Fla. Should you have any questions regarding the enclosed, please feel free to contact the condominium office. Sincerely yours, --41A�..l /Nys Robert Gonzalez President cc: file eA if 7!A i a1 u 0.8,a' m !oA®parr <p VVP Z f ®rAg-®C• Fl�W�ew. *0.4 � k• Th ri 51,nif'S 1 l ,,RR 9 1��777 NE I, DFP f T fu �,� i - -, 1 . E - L ,C_P -1.!f`t'l C L 4"ri FH ALL FEL)ERAL Florlda SildIng CoftEOW" High-Vebdtitftmi=*Zomt#dwmpemdtAoftompaM..-.Ig c Section A (General Infonnation) Master Permit No. Process No. • yW�1 J Contractor's Name ■ Job Address 010 N d:— !g th /I t4 ■ ROOF CATEGORY ❑ Low slope ❑ Mechanical Fastened Tile ,�,/ . t� Mechanically L� Morlar/Adheslve Set Tflle ❑ Asphaltic ❑ Metal Panel/Shlnpies ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR-RAs 15o C ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering A Repair ❑ Malntenanr,* ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(814 �'Vo `" 90 S Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly (� : identify dimensions of elevated pressure zones and location of Its 1 .} lUeA o�j L' i A hVe 2010 FLORIDA BUILDING CODE—RESIDENTIAL AA 94 f I 1 I HUMWELOCITY HURRICANE ZONES Florida Building Code Edition 2010 : v H Zone Unaorm PM*Applicaffm Form, Section D (Steep Sloped Roof System) Roof System Manufacturer. ,4� 4--' �CD.� • Product Approval Number. - Z O q -0 Mnlmum Design Wind Pressures, if Applicable(From RAS 127 or C,alcufadons): c Maximum Design Pressure Product Approval Specift System; 6 • J Method of We attachmeft O � Wl C e : Steep Sloped Roof SVStem Description Duck Type: f n Gt/O O 4� ■ ypE Underla ni~ /} Roof Slope: 3Q f j� Cl's /�I ,�""' ► �p Insulation: Fire Barrier: s • s • Ridge Ventilation? Fastener Type&Spacing: � hoc� 1/y�i s dhesive Type = 1 vl .ti• �1�� ype Cap Sheet J r� oof Covering: • �� Mean Roof Height: � r Type&Size Drip e ■ Edge: ter✓ • i I - ■ • j ■ 2010 FLORIDA BUILDING CODE—RESIDENTIAL MGH-VELOCITY HURFUCANE ZONES Florida Building Code Edition 2010 Hkh Velocily Hwdcam zone Uniform permit Appkaffon Forth. s Section E iTile Calculations) For Moment based tile systems,choose either Method 2 or 2.Compared the values for M,pith the values from K.If the Mr values are greater than or equal to the Mr values,for each area of the roof,then the file attachment method Is acceptable. �,'3� ' x Method l " tut Based Tjle Ca� ohs Per RAS 12?" • Jo. Mrl Product s,�,� ' (l^ x it r M,�[[r•L M Approval Mf • r PiOdnd Approval Mr ; ( �s - Mr$ -=M Product Approve!Mr r � . : Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M.)From Table Below Product Approval NL : Mr Required Moment Resistance' Mean Roof Height —/► Roof Slope 15' 20• 2V 3tY 40' 292 34.4 36.5 38.2 39.7 42.2 3.12 322 34.4 31L0 3i.4 38.8 412 30A 32.2 33.8 36.1 37.3 5-12 211.4 1 30.1 1 31.6 1 3''i.8 34.9 : 6:12 26.4 28 0 29.4 3148 32.4 712 24.4 26.9 27.1 28.2 30.0 *Must he used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals. r For Uplift based the systems use Method 3. Compared the values for F with the values for F,.If the F' values are greater than or equal to the F,value's, for each area of the roof,then the file attachment method is acceptable. Method 3`Uplift Based Tile Calculations Per RAS 127" w:=_)-W. x cos Fri: �l (P2: �{:m�J—�7: x Cos -_a Fn: tr:=____)-W:_s cm e: F13: F : Where to Obtain Information Description Symbol I Where to find MAP Ptesswe PI or P2 or P3 RAS 127 Table I or by an cu m wing analysis p ul aredby PI:based on ASCE 7 ; Meat Roof Height H Job Site Roof'Slope 0 Job Slte Aerodynamic Multiplier x hodmAummal Reston Mamma due to Gravity 161, ft" Auachmcnt Rest Mr I PWdw:t RecOred Moment ResiMact CalcWated Mahn=Anadynew Residam P Apmeval Reqtfired Uplifk Rest F Calculated Avenm Tile WeigM Product Appmval Tile Dimensioms P length Prod=App wAd ; eta Width • iUl wla ulaiais most be submitted w floe PuMmS Official at the pme orpaw apoxam ■ • 44.24 2010 FLORIDA BUILDING CODE—RESIDENTIAL SECTION R44OL13 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor-10 provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and shardards of the Indus;"for roofing system i,1staliations. Additionally,the following items should be addressed as part of the agreement between the owner ant the con owner's initial in the designated space indices that the item has been explained. 1. Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of prow ing that the roof system meets the wind resistance and water Instruction performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic' such color or architectural appearance,that are not part of a zoning code,should be addressed as part of th7re75ftnafllng between the owner and the crontractor. 2. wood decks:When replacing roofing,the existing wood roof dock m ay have to be rn accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior MtDI,the existing roof system). 3. ommon roofs:Common roofs are those which have no visible delineation bet%een neighboring wnhouses,condominiums,etc.)In buildings with common roofs,the roofing contractor and/or Sbeed d notify the occupants of adjacent units of roofing to be performed.. 4. Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof docking can m bel ow.The owner may wish to maintain the arc hilectural appearance;therefore,roofing nail pen of the underside of the decking may not be acceptable.This provides the oprdon of maintaining the 5. Ponding water:The current roof system and/or deck of the building may not drain well.and may c a to pond(accumulate)in low-lying areas of the roof.Pounding can be an indigtior:of structural distress and may require the review of a professional structural engineer.Pounding may shorten the life rand performance of the new roofing system.Pounding conditions Trot be evident until the ing system is removed.Pounding conditions should be corrected. Overflow scuppers(mail outlets):It is required that rainwater lows oft so that the roof is not overloaded from a buildup of water.Perimeter/edge wall or other roof extension may block this discharge if o scuppers(wall outlets)are not provided.It may be neces;M to install:overflow scuppers in I the requirements of Sections R4402,R4403 and R4413. 7. Ventilation:Most roof structures should have some ablliitr to vent Mural airflow ticrough the trr�rfor of the structure assembly(the building itself).The existing amount of attic ventilation shall not be reduced.h may be beneficial to ceder additional venting which can result. I PAR riding the service life of the roof. l" t2z�/' s Ownia gent. S' nature t)ate i9 Contractor Signature Date Revised on 71912019 LD { t t MIAMUNWE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENvmoNMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Sheet,Roam 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/pera 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this ice,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:3MTm 2-Comment Foam Roof Tile Adhesive Aw160 LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA- ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# l 1-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera_ NOA No.:12-022&18 ecOUAer�r Expiration Date:05/10117 . r Approval Date:05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127,for use with approved flat,low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Dtion Specifications 3Mm 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. N[ANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbsJfl.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 LbsJFe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.070/.Volume Change @-40°F.,2 weeks +6.0%Volume Change @I58T., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.:1240228.18 Expiration Date:05/10/17 N°Ah°°°iD�COTM Approval Date:05/10/12 Page 2 of 7 t a Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reuort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10125/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LuvuTATIoNs: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high file profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTm 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F W 2 F'= MS NOA No.:124V228.18 COtAYrY Expiration Date:05/10/17 .. Approval Date:05/10/12 Page 3 of 7 ' t + INSTALLATION: 1. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTm 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The ref file assembly's adhesive Adhesive AH-160 shall provide sufficient attachment with the use of 3MTm 2-Component Foam Roof Tile dh pr attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 and its comments shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTm 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTFI000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"comment shall be maintained between 1.0-1.15(A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTFI000 or ProPackO 30& 100 dispensing equipment only. 7. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in fieshly applied adhesive.Tile must be set within 2 to 3 minutes after 3M W 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Min.(grams) Flat,Low,High Profiles #1 35 N/A High Profile 2 Piece Barrel #1 17/side on cap and 34/ N/A Flat,Low,High Profiles 1 #2 24 N/A Flat,Low,lEgh Profiles #3 1 8 NOA No.:12-0228.18 Expiration Date:05/10/17 JAPPROVEDI Approval Date:05110/12 Page 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BuirwiNG PERmrr REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY fto*Phalle,ce"and Raftwophieftcament "(11=07b) 1 1 ° __-___ Unk"Und 2 EMCOM Fascle EMOD" Fascle weephdo osuaea*. Eavecoamody: Eavedem KeepageolveRp- V DdPedP &Mae= 41maptnwepholes 4huphieweep1h ftl Nd ftw*plaft Place eaeugh adiette ID afto iT to 23 Opeanilublar squarewnlocaddlo die pan se deep pefth M*dm raivnqbpb mmt sftc Two lace 6 ift In. To I hF. ft:d=MM1' Thauhalallftflle, Undeitoyment hL 0 EMCMSD EM EM a* wool Keep -4kLUP Fasch OMAGM MarsewArtle. 'Irk Abultosecadenwat apdod PanfleLE""Mmendd PM41PMwX b6adeavellne. ;"-0*dt"h Emelfflute Weephole fa mb NOA No.:124228.18 Expiration Date:MOM Approval Date:05/10/12 Page 5 of 7 ADHESIVE PLACEmmNT DETAn.2 SINGLE PATTY Na gnuo Pbft COMEft t "ti 4uOPb cmuw a 7 � EMCOM Fasda Ns* ° ° EMcoM Emdosin EmCWn Ddpedp w*o**Wc cmmm p p uea �L =_ Fasch NOA No.:12-0228.18 E COUP Expiration Date:05/10/17 APPROVED] Approval Date:05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail*m*oadccwwd ply man MrOU0 plastic Mud ft&paddy under we o undedaynbod Dingle paddy between tie 21n x I In.medim (mderti1e) SIR paddy eave comsean1y 301110 Paddy 11n.x 3 In "C I.,irL under We Tx36L I 4h 2k Wfigb paddy cm 2 OL SIR1119 undff6 0 paddyon under- bYrned Fascia EBwecmm on t 11P of tHe Weliftie moplm* an EarnEmdom on top d w hVinmedh e elm paddy em % cmm Doedp Fascia cause only I I I Nab dvaqbpbsgcmmm an&paddy under We Sftle paddy between tib 41n Sho paddy an untiedayment 2 Sho paddy Emcbm on top of tale in.x tin.meffim paddyemmm"dy EmCom Fascia sim L- END OF THIS ACCEPTANCE NOA No.:12-022818 Expiration Date:05/10/17 =(4K*jF,7 JAPPROVEDI Approval Date:05/10/12 Page 7 of 7 MIAMa0i1UE � MIAMII DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade-gov/pera Lamoti Roof Tile,Inc. 1390 NW 29 Street Miami,FL.33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barrel High Pro51e Concrete Tile LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA#06-1214.07 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.:112-0207.02 �E 1APPROT1 urt Expiration Date:03/14/17 Approval Date:05/31/12 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: High Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a roofing system using Lamoti Barrel High Profile Concrete Tile, as manufactured by Lamoti Roof Tile, described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein.The attachement calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions SDecificationS Description Barrel Concrete Tile Length: 18" TAS 112 High profile,two piece,concrete roof tile. For Width:8%" direct deck,adhesive set applications only. Thickness: 1/2" Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each file profile. 2. 1 PRODUCT DESCRIPTION 1. Miami,FL. 2.2 SuBmITTED EviDENCE: Test Agency Test Identifier Test Name/Report Date IBA Consultants,Inc. 2358-54 TAS-101 05/08/07 American Test Labs of South RT0511.02-12 TAS-112 05/16/12 Florida NOA No.:12-0207.02 ro�4iu uri,De Expiration Date:03/14/17 Approval Date:05/31/12 Page 2 of 5 3. LimyrATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with TAS 106. 33 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 2":12"to 7":12" 4. INSTALLATION 4.1 Lamoti `Barrel high Profile Concrete Tile' and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions (I x w) Tile Profile Weight-W(ibf) Length-1 (ft) Width-w(ft) Barrel High Profile Concrete Tile 8.1 1 1.50 0.73 Table 2: Aerodynamic Multipliers-X(f e) Tile x(ft ) x(ft) Profile Batten Application Direct Deck Application Barrel High Profile Concrete Tile N/A 0.23 Table 3: Restoring Moments due to Gravity-M9(ft4bf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" Greater than Profile 7"'12" Barrel High Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Profile 5.66 5.56 5.43 5.25 5.01 4.72 Concrete Tile Table 6: Attachment Resistance Expressed as a Moment-Mf(ft4bf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile I Resistance Barrel High Profile Concrete Tile Polyfoam Polypro AH 1607"" 1 77.87 1 Paddy placement of 37 grams of Polypro AH 160Tm for pan tile, 17.5 grams on each side for cap tiles. NOA No.:12-0207.02 CouMrY Expiration Date:03/14/17 Approval Date:05/31/12 Page 3 of 5 S 4 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". LAMOTI BARREL CONCRETE TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. BumDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.:12-0207.02 ho17L i:o o►oe s(* F, Expiration Date:03/14/17 APPROVED Approval Date:05/31/12 Page 4 of 5 PROFILE DRAWINGS Tt 8.75" 2" Q 2" I I 1 Q I I I I 1 I I t I 1 1 1, 18" 1 �BiO j 18 1 I I i I I I I I 1 I I U----3"BONDWG L0cXS 2.' 8.75" 8.75" sw LAMOTI ROOF TILE"BARREL CONCRETE TQ.E" END OF THIS ACCEPTANCE NOA No.:12-0207.02 heA �toE CourrrY Expiration Date:03/14/17 Approval Date:05/31/12 Page 5 of 5